Driver Comprehension of Diagrammatic Freeway Guide Signs and Their Text Alternatives
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Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA/TX-07/0-5147-1 4. Title and Subtitle 5. Report Date DRIVER COMPREHENSION OF DIAGRAMMATIC FREEWAY October 2006 GUIDE SIGNS Published: February 2007 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Susan T. Chrysler, Alicia A. Williams, Dillon S. Funkhouser, Andrew Report 0-5147-1 J. Holick, Marcus A. Brewer 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Texas Transportation Institute The Texas A&M University System 11. Contract or Grant No. College Station, Texas 77843-3135 Project 0-5147 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Texas Department of Transportation Technical Report: Research and Technology Implementation Office September 2004 – August 2006 P.O. Box 5080 14. Sponsoring Agency Code Austin, Texas 78763-5080 15. Supplementary Notes Project performed in cooperation with the Texas Department of Transportation and the Federal Highway Administration. Project Title: Guidelines for the Use of Diagrammatic Guide Signs and Their Alternatives URL: http://tti.tamu.edu/documents/0-5147-1.pdf 16. Abstract This report contains the results of a three-phase human factors study which tested driver comprehension of diagrammatic freeway guide signs and their text alternatives. Four different interchange types were tested: left optional exit, left lane drop, freeway to freeway split with optional center lane, and two lane right exits with optional lanes. Three phases of the project tested comprehension by using digitally edited photographs of advance guide signs in freeway scenes. Participants viewed a computer slideshow in which slides were shown for only three seconds to simulate a single driver eye glance at a sign. All signs were mounted overhead in the photographs. Participants were provided a route number and city name as a destination that could be reached either by the through route or the exit route. They indicated which lane or lanes they would choose to reach the given destination. The fourth phase of the study used a fixed-base driving simulator which presented full sign sequences consisting of two advance guides and one exit direction sign. Performance measures were distance from the gore at which required lane changes were made and number of unnecessary lane changes made. Results showed that for the left exits the standard text-only signs performed equal to or better than the diagrammatic signs. This performance was true for left lane drops also. For the right exit with optional lane, the standard text signs did well, as did the diagrammatic signs. For freeway-to- freeway splits, standard text signs with two arrows over the optional lane performed better than either style of diagrammatic sign. This report also contains an extensive literature review of previous work in the area, a discussion of testing methodology, and suggestions for future research. 17. Key Words 18. Distribution Statement Traffic signs, diagrammatic signs, freeway guide No restrictions. This document is available to the signs, driver comprehension, driving simulation public through NTIS: National Technical Information Service Springfield, Virginia 22161 http://www.ntis.gov 19. Security Classif.(of this report) 20. Security Classif.(of this page) 21. No. of Pages 22. Price Unclassified Unclassified 236 Form DOT F 1700.7 (8-72) Reproduction of completed page authorized DRIVER COMPREHENSION OF DIAGRAMMATIC FREEWAY GUIDE SIGNS by Susan T. Chrysler Research Scientist Texas Transportation Institute Alicia A. Williams Research Associate Texas Transportation Institute Dillon Funkhouser Assistant Research Scientist Texas Transportation Institute Andrew J. Holick Assistant Research Engineer Texas Transportation Institute and Marcus A. Brewer Assistant Research Engineer Texas Transportation Institute Report 0-5147-1 Project 0-5147 Project Title: Guidelines for the Use of Diagrammatic Guide Signs and Their Alternatives Performed in cooperation with the Texas Department of Transportation and the Federal Highway Administration October 2006 Published: February 2007 TEXAS TRANSPORTATION INSTITUTE The Texas A&M University System College Station, Texas 77843-3135 DISCLAIMER This research was performed in cooperation with the Texas Department of Transportation (TxDOT) and the Federal Highway Administration (FHWA). The contents of this report reflect the views of the authors, who are responsible for the facts and the accuracy of the data presented herein. The contents do not necessarily reflect the official view or policies of the FHWA or TxDOT. This report does not constitute a standard, specification, or regulation. The United States government and the State of Texas do not endorse products or manufacturers. Trade or manufacturers’ names appear herein solely because they are considered essential to the object of this report. The engineer in charge of the project was Marcus A. Brewer, P.E. (TX-92997). v ACKNOWLEDGMENTS This project was conducted in cooperation with TxDOT and FHWA. The authors wish to acknowledge the project director, James Bailey, and members of the Project Monitoring Committee: Greg Brinkmeyer, Linden Burgess, Michael Chacon, Chris Freeman, Charles Hearn, Wade Odell, Mark Olson, Dale Picha, and Cathy Wood. We would also like to thank the two project coordinators, Richard Skopik and Mary Owen. The project could not have been completed without assistance from Texas A&M students Amanda Anderle Fling, Chris Rountree, and Jonnae Hice. vi TABLE OF CONTENTS Page List of Figures............................................................................................................................... ix List of Tables ................................................................................................................................ xi Chapter 1: Background................................................................................................................ 1 Existing Standards ...................................................................................................................... 1 United States Standards and Practices .................................................................................... 1 International Standards and Practices ..................................................................................... 3 Past Research ............................................................................................................................ 10 Survey Studies ...................................................................................................................... 11 Chapter 2: Interchange Exit Configurations ........................................................................... 29 Chapter 3: Phases 1 & 2 Driver Comprehension Testing using PowerPoint® Slides........... 31 Material Preparation.................................................................................................................. 31 Left Exits (LE) ...................................................................................................................... 31 Left Lane Drops (LLD)......................................................................................................... 31 Right Exits with Optional Lanes (REO) ............................................................................... 33 Freeway to Freeway Splits (SPLT)....................................................................................... 33 Experimental Method................................................................................................................ 36 Research Participants............................................................................................................ 36 Data Collection ..................................................................................................................... 36 Results of Phases 1 & 2 PowerPoint Testing............................................................................ 39 Left Exit ................................................................................................................................ 39 Left Lane Drop...................................................................................................................... 41 Right Exit Optional............................................................................................................... 44 Freeway to Freeway Splits.................................................................................................... 45 Discussion................................................................................................................................. 48 Left Exit ................................................................................................................................ 48 Left Lane Drop...................................................................................................................... 48 Right Exit Optional............................................................................................................... 49 Freeway to Freeway Splits.................................................................................................... 49 Effects of EXIT ONLY Plaque............................................................................................. 50 Recommendations Based on Phases 1 and 2 ........................................................................ 52 Chapter 4: